1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of
1018.07 SACKS FOR SACKED CON CRETE REVETMENT. Sacks
for sacked concrete revetment shall be suitable new burlap bags. Burlap shall comply with AASHTO M 182.
1018.08 CONCRETE ANCHOR SYST EMS. Concrete anchor systems
shall consist of mechanical anchor devices, epoxy systems or other approved methods for anchoring fasteners to hardened concrete. Use systems from th e Approved Materials List.
1018.09 ROOFING PITCH. Comply with ASTM D4586.
1018.10 Mix Release Agent Fo R Asphalt Concrete.
Mix release agent for asphalt concrete shall be from the Approved Materials List. Do not use diesel as a mix release agent.
1018.11 ELECTRICAL CONDUIT AND CONDUCTORS. Rigid
metal electrical conduit shall comply with ANSI C 80.1 or ANSI C 80.5. Electrical conductors shall comply with IPCEA Publication No. S -19-81, IPCEA Publication S -66-524, and IPCEA Publication S -61-402.
1018.12 Masonry Units.
1018.12.1 Sewer Brick: Sewer brick shall be made from clay, shale
or concrete. Brick made from clay or shale for use in junction boxes, catch basins, arches, manholes and for backings shall comply with AASHTO M 91, Manhole Brick, Grade MM. Concrete brick shall comply with ASTM C139, except that the minimum thickness of each unit shall not be less than 3 5/8 inches.
1018.12.2 Building Brick:
1018.12.3 Concrete Building Block : Concrete hollow
load-bearing building block shall comply with ASTM C90.
1018.12.4 Cellular Concrete Blocks: Cellular concrete blocks
shall be manufactured by machines employing high vibratory compaction. The blocks shall comply with ASTM C90, except the oven -dry weight of concrete shall be at least 130 pounds per cubic foot based on bulk specific gravity. Permissible block dimension variations will be as directed.
1018.13 Barricade Warning Li Ghts.
1018.13.1 General: Unless otherwise designated in the plans,
barricade warning lights shall be Type A/C (switchable combination low - intensity flashing and steady burn), Type B (high -intensity flashing), or Type D (360 -degree steady burn), and all bulbs shall be LED - type. Barricade warning lights shall be from the Approved Materials List, and comply with the MUTCD. These lights are not for warning gates or barriers for moveable bridges.
1018.13.2 Markings: Each light submitted for approval and each
light placed on a proje ct shall have a permanently attached identification plate or other permanent markings with the following information:
1018.13.3 Certification: Prior to installation, furnish the engineer
with the following information:
1018.14 Elastome Ric Bridge Bearing P Ads.
1018.14.1 General: Elastomeric bridge bearing pads shall be either
plain, consisting of elastomer only, or laminated, consisting of layers of elastomer separated by non -elastic laminates. The elastomer portion of the